RC-04-21-966 FIELD DENSITYUS South
Engineering & Testing Laboratory, Inc.
QW 2200 N41r 142nd Avenue, Unit 115B, Doral, FL 33172
Phone: 305.558.2588 1 Fax: 305.362.4669
Tested by: LARRY
DATE: 8/1/2022
Project: #22-0036
C2_c--Ull� 21 -16 C -
REPORT OF FIELD DENSITY TEST (SOIL COMPACTION)
CLIENT: Mildred Majoros Designs PROJECT: Residential Home
@ 398 NE 100th Street, @ 69 NE 99th Street,
—^ Miami Shores, FL 33138 --Miami Shores, 33138
PROCTOR DATA
PROCTOR
NUMBER
SOIL DESCRIPTION
PROCTOR VALUE
Max. Dry Density ( cfl
Optimum Moisture (%)
17821
LIGHT BEIGE SAND WITH SOME ROCK
114.8
10.6
FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71
TEST No.
TEST LOCATION
PROC. No.
LIFT
No.
DRY
DENSITY
%
MOIS.
%
COMP.
RESULT
1
EAST SIDE OF RESIDENTIAL HOME FOOTING
17821
FT
113.8
9.6
99.1
PASS
2
WEST SIDE OF RESIDENTIAL HOME FOOTING
17821
FT
114.0
9.0
99.3
PASS
3
CENTER OF COLUMN PAD #1
17821
FT
114.4
8.9
99.7
PASS
4
CENTER OF COLUMN PAD #2
17821
FT
113.9
9.4
99.2
PASS
5
CENTER OF COLUMN PAD #3
17821
FT
113.7
9.6
99.0
PASS
6
CENTER OF COLUMN PAD #4
17821
FT
114.1
9.1
99.4
PASS
7
CENTER OF COLUMN PAD #5
17821
FT
115.4
9.0
100.5
PASS
8
CENTER of COLUMN PAD #6
17821
FT
114.0
9.4
99.3
PASS
TEST DEPTH (IN)
12" REQUIRED
PERCENTAGE
OF COMPACTION
98%
P= PASS F AFT=FO`-0X- JG SG=SUB-GRADE BC=BASE COURSE MH=MAN HOLE
Eduardo Rodriguez, JR. P.E.
Florida Registration # 56197
No.'56197
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